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Jul 20, 2022

A Critical Review of Grade-Separated Pedestrian Crossing Facilities

Publication: Journal of Transportation Engineering, Part A: Systems
Volume 148, Issue 10

Abstract

Vehicle–pedestrian crashes are one of the common road accident types. Pedestrian crossing warrants are guidelines that recommend a particular type of pedestrian crossing facility to be provided at a crossing location. Various countries around the world have their crossing warrant guidelines, but most of them are focused toward at-grade facilities. Even with existing warrant criteria, the number of pedestrian–vehicle crashes is alarming. This indicates that the warrant criteria and their threshold values may need reexamination. Several of the existing warrant guidelines do not provide the required clarity for the provision of grade-separated pedestrian crossing facilities (GSPCFs). GSPCFs include overpasses (or foot overbridges), underpasses (or subways), and partial underpasses (or hump subways). The existing warrant guidelines consider GSPCFs as a single unit and do not identify which type of GSPCF should be provided at a crossing location. Appropriate GSPCFs not only minimize the accident rate but also eliminate delays for both vehicles and pedestrians. This paper conducts an in-depth analysis of the existing literature on urban midblock GSPCF warrants around the world. The discussion highlights the limitations associated with existing warrant guidelines and the need to formulate improved GSPCF warrants.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

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Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 148Issue 10October 2022

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Published online: Jul 20, 2022
Published in print: Oct 1, 2022
Discussion open until: Dec 20, 2022

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Research Scholar, Dept. of Civil Engineering, Visvesvaraya National Institute of Technology, Nagpur, Maharashtra 440010, India. ORCID: https://orcid.org/0000-0002-3415-1312. Email: [email protected]
Assistant Professor, Dept. of Civil Engineering, Visvesvaraya National Institute of Technology, Nagpur, Maharashtra 440010, India (corresponding author). ORCID: https://orcid.org/0000-0003-1676-9060. Email: [email protected]
Vijay Teja Amshala [email protected]
Formerly, Postgraduate Student, Dept. of Civil Engineering, Visvesvaraya National Institute of Technology, Nagpur, Maharashtra 440010, India. Email: [email protected]

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Cited by

  • Pedestrian Waiting Delay at Signalized Midblock Crosswalks under Mixed Traffic Conditions, Journal of Transportation Engineering, Part A: Systems, 10.1061/JTEPBS.TEENG-7541, 149, 11, (2023).
  • Pedestrian delay models for compliant & non-compliant behaviour at signalized midblock crosswalks under mixed traffic conditions, IATSS Research, 10.1016/j.iatssr.2023.08.003, 47, 3, (401-415), (2023).
  • Modeling Pedestrian Waiting Time Delay at Signalized Midblock Crosswalks Under Non Uniform Arrivals and Non Compliance Behavior, Recent Trends in Transportation Infrastructure, Volume 2, 10.1007/978-981-99-2556-8_17, (219-229), (2023).

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